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0052 SOUTH BAY ROAD - Health
52 SOUTH BAY ROAD, OSTERVILLE A= 093 039 r rAA GILLETTE 1�.vYGENERATORS 60 HZ MODEL SP1 D 10®O LIQUID COOLED DIESEL ENGINE GENERATOR SET STANDBY Model HZ 1300C RISE SPJD-1000-60 HERTZ 60 100 Bmtrmr�fl• All generator sets are USA prototype built and thoroughly tested. u� Production models are USA factory built and 100%load tested. pAAB GIBBAI NATfBBLLi ' C&S UL2200, UL1446, UL508, UL142, UL498 _ NFPA 110, 99, 70, 37 "OPEN"GEN-SET All generator sets meet NFPA-110 Level 1, when equipped with the There is no enclosure, so gen-set must be �FPA� necessary accessories and installed per NFPA standards. placed within a weather protected area, un- N inhabited by humans or animals, with proper ventilation. Silencer not supplied, as n�e NEC 700, 701, 702, 708� installation requirements are not known. O However, this item is available as optional. equipment. pR NEMA ICS10, MG1, ICS6,AB1 ANSI C62.41 27 59, 32, 480, 40Q, 81U, 360-05 u AZCff ASCE 7-05 do 7-10 _ All generator sets meet 180 MPH rating. 3 11,�EPA EPA 40CFR Part 60, 1048, 1054, 1065, 1068 "LEVEL 2"HOUSED GEN-SET Full aluminum weather protection and superior sound attenuation for specific low noise applications.Critical grade muffler is standard._ GENERATOR RATINGS GENERATOR VOLTAGE PH HZ 1300C RISE STANDBY RATING POWER LEAD L-N L-L MODEL KW/KVA AMP CONNECTIONS SPJD-1000-1-1 120 240 , 1 60 100/100 416 4 LEAD DEDICATED 1 PH SPJD-1000-3-2 120 208 3 60 100/125 347 12 LEAD LOW WYE SPJD-1000-3-3 120 240 3 60 100/125 301 12 LEAD HIGH DELTA SPJD-1000-3-4 277 480 3 60 100/125 151 12 LEAD HIGH WYE SPJD-1000-3-5 127 220 3 60 100/125 328 12 LEAD LOW WYE SPJD-1000-3-16 1 346 600 3 60 100/125 120 4 LEAD DEDICATED RATINGS: All single phase gen-sets are dedicated 4 lead windings,rated at unity(1.0)power factor. All three phase gen-sets are 12 lead windings,rated at.8 power factor. 1300 C"STANDBY RATINGS"are strictly for gen-sets that are used for back-up emergency power to a failed normal utility power source. This standby rating allows varying loads,with no overload capability,for the entire duration of utility power outage. All gen-set power ratings are based on temperature rise measured by resistance method as defined by MIL-STD 705C and IEEE STD 115,METHOD 6.4.4. All generators have class H(180°C)insulation system on both rotor and stator windings. All factory tests and KW/KVA charts shown above are based 130°C(standby)R/R winding temperature,within a maximum 40°C ambient condition. Generators operated at standby power ratings must not exceed the temperature rise limitation for class H insulation system,as specified in NEMA MGI-22.40. Specifications&ratings are subject to change without prior notice. Gillette Generators,Inc.•2921 Thome Dr.*Elkhart,IN•46514•Ph:574-264-9639 0 Fax:574-262-1840•Web:www.pilletteaenerators.com.spc4-160212 1 r APPLICATION AND ENGINEERING DATA FOR MODEL SPJD-1000-60 HZ GENERATOR SPECIFICATIONS GENERATOR FEATURES Manufacturer..................................Marathon Electric Generators • World Renown Marathon Electric Generator having UL-1446 Model&Type............363PSLI617 4 Pole,4 Lead,Single Phase certification. .........362CSL1606 4 Pole, 12 Lead re-connectable,Three Phase • Full generator protection with Deep Sea 7420 controller, ...................362PSL1636 4 Pole,4 Lead,600V,Three Phase having UL-508 certification. Exciter.....................................................Brushless,shunt excited • Automatic voltage regulator with over-excitation, under- Voltage Regulator.......................................Solid State,HZ/Volts frequency compensation, under-speed protection, and EMI Voltage Regulation................................'h%,No load to full load filtering. Entire solid-state board is encapsulated for Frequency................................Field convertible,60 HZ to 50 HZ moisture protection. Frequency Regulation........±'/2%(1/2 cycle,no load to full load) * Generator power ratings are based on temperature rise, Unbalanced Load Capability.....................100%of standby amps measured by resistance method, as defined in MIL-STD Total Stator and Load Insulation...........................Class H, 180°C 705C and IEEE STD 115,Method 6.4.4. Temperature Rise......... 130°C R/R,standby rating @ 40°C amb. • Power ratings will not exceed temperature rise limitation for 1 O Motor Starting @ 30%Voltage Dip(240V)............310 kVA class H insulation as per NEMA MG1-22.40. 3 O Motor Starting @ 30%Voltage Dip(208-240V).....200 kVA • Insulation resistance to ground;exceeds 1.5 meg-ohm. 3 0 Motor Starting @ 30%Voltage Dip(480V-600V)..270 kVA • Stator receives 2000 V. hi-potential test on main windings, Bearing.....................................................1,Pre-lubed and sealed and rotor windings receive a 1500 V.hi-potential test,as per Coupling.........................................................Direct flexible disc. MIL-STD 705B. Total Harmonic Distortion...............Max 31/2%(MIL-STD705B) • Full amortisseur windings with UL-1446 certification. Telephone Interference Factor............Max 50(NEMA MG1-22) * Complete engine-generator torsional acceptance, confirmed Deviation Factor.................................Max 5%(MIL-STD 405B) during initial prototype testing. Ltd. Warranty Period..............24 Months from date of start-up or • Full load testing on all engine-generator sets,before shipping. .......................................................1000 hours use,first to occur. •.Self ventilating and drip-proof&revolving field design ENGINE SPECIFICATIONS AND APPLICATIONS DATA ENGINE GIN FUEL CONSUIVIPTION Manufacturer...............................................................John Deere GAL/HR (LITER/HR) STANDBY Model and Type....................4045HF285,4 cycle,liquid Cooled 100%LOAD 7.9(29.9) Aspiration................................................................Turbocharged 75%LOAD 6.0(22.7) Charged Air Cooling System ..............................Air to Air 50%LOAD 4.0(15.1) Cylinder Arrangement...................................4 Cylinders,In-Line Displacement Cu.In.(Liters)..........................................276(4.5) OIL SYSTEM Bore&Stroke In.(Cm.)...........................4.19 x 5.0(10.6 x 12.7) CompressionRatio.............................................................. 19.0:1 Type.........................................................................Full Pressure Main Bearings&Style.............................Tin-Aluminum,Babbitt Oil Pan Ca aci t. L ...................17.0 16.1 .......Cast Iron P h'q ( )............................ ( ) Cylinder Head.......................................................... Oil Pan Ca W/filter qt. L 18.0 17.0 Pistons............................................................4,Aluminum Alloy Oil Filter......................I....................:...... 1 Replaceable Spin-On Crankshaft...................................................Forged Chrome Steel Exhaust Valve...................................Forged Heat Resistant Steel ELECTRICAL SYSTEM Governor..................................................Electronic,Isochronous Frequency Regulation......................................................± 1/4% Ignition System.............................................................Electronic Air Cleaner.........................................Dry,Replaceable Cartridge Eng.Alternator: 12 VDC,negative ground,55 amp/hr. EngineSpeed.........................................:.......................1800 rpm Oil Filter.................................................. 1,Replaceable Spin-On Recommended Battery to-18°C(07):... 12 VDC,Size BCI#27, Max Power,bhp(kwm)Standby.................. ................158(118) Max Dimensions: ........12" lg X 6 3/4"wi X 9"hi,with standard BMEP:psi(kpa)Standby............................. .........r....254(1748) round posts. Min output at 700 CCA. Battery tray(max.dim.at Ltd.Warranty Period...........24 months or 2000 hrs,first to occur 12"lg x 7"wi), hold down straps, battery cables, and battery charger, is furnished. Installation of (1) starting battery is FUEL SYSTEM required, with possible higher AMPIHR rating, as described above,if normal environment averages -I YF(-25°C)or cooler. Type.........................................Diesel Fuel Oil(ASTM No.2-D) Combustion System............................... .............Direct Injection CERTIFICATIONS Fuel Injection Pump................................ Stanadyne Rotary Type 12 VDC Air Intake Heaters...........................Standard Equipment All engines are CARB and EPA emissions certified. All Fuel.Filter and Water Separator....................................Yes stationary diesel engines are Tier III complaint. 2 Gillette Generators,Inc.•2921 Thorne Dr.*Elkhart,IN•46514•Ph:574-264-9639•Fax:574-262-1840•Web:www.eillettegenerators.com•spc4-160212 r STANDARD FEATURES FOR MODEL SPJD-1000-60 HZ STANDARD FEATURES ENGINE:CONTROL PANEL: AC GENERATOR SYSTEM: Deep Sea 7420 digital microprocessor with AC generator • Shunt excited • Brushless design • Circuit logic allows programming in the field.Controller has: Breaker installed and wired to gen-set • Direct connection • STOP-MANUAL-AUTO modes and automatic engine to engine with flex disc • Class H, 180°C insulation • Self shutdowns,signaled by full text LCD indicators: ventilated•Drip proof construction•UL Certified • Low oil pressure • Engine fail to start • High engine temp • Engine over speed VOLTAGE REGULATOR: •Low Radiator Level •Engine under speed ''/2% Voltage regulation • EMI filter • Under-speed • Three auxiliary alarms • Over&under voltage protection•Over-excitation protection•total encapsulation •Battery fail alarm Also included is tamper-proof engine hour meter DC ELECTRICAL SYSTEM: ENGINE: Battery tray • Battery cables • Battery hold down straps Full flow oil filter • Air filter • Oil pump • Solenoid type • 2-stage battery float charger with maintaining & starter motor•Hi-temp radiator•Jacket water pump recharging automatic charge stages •Thermostat•Pusher fan and guard•Exhaust manifold WEATHER/SOUND PROOF ALUMINUM HOUSING • 12 VDC battery charging alternator • Flexible exhaust CORROSION RESISTANT PROTECTION CONSISTING OF: connector • "Isochronous" duty, electronic governor • •9 Heated And Agitated Wash Stages Vibration isolators • Closed coolant recovery system with •Zinc Phosphate Etching-coating Stage 50/50 water to anti-freeze mixture • flexible oil &radiator •Final Baked On Enamel Powder Coat drain hose. • 18/8 Stainless Steel Hardware Design & specifications subject to change without prior notice. Dimensions shown are approximate. Contact Gillette for certified drawings. DO NOT USE DIMENSIONS FOR INSTALLATION PURPOSES. 11tu t f l�l fDll -7 , alr�rfl�i t1►il��. E 71 3/8 I Iffisw 4 Gillette Generators,Inc.a 2921 Thorne Dr.*Elkhart,IN•46514•Ph:574-264-9639•Fax:574-262-1840•Web:www.gillettejZenerators.com e spc4-160212 OUTLINE DIMENSIONS FOR 80 THRU 100 KW LEVEL 2 ENCLOSURE (HINGED DOORS) TOP VIEW BASE VIEW (GEN-SET HAS (4) DOORS, (2) SHOWN OPEN ARE TYPICAL FOR BOTH SIDES> 6) MOUNTING SLOTS = 3/4'WI X 1-1/2'LG 98 134 1/8 43 C-C 43 C-C 6 3 O-� BC BATTERY r—� n Li J J J Q K � K o ~a C� 48 ' Q W W W Z W W 6 1 ELECTRICAL STUB-UP ulummululujim3 0 0 8 1/16 151/4 16 23 9/16 33 5/8 �12 98 1/8 _ 24- 48 1/4 71 3/B K.O. DRY FUEL 10 3/4 9 3 1/l6 ::�z 4 5/16 I--48 6 1/16 74 C-C 12 Ll 1 1/4' COUPLER FOR DRY FUEL CONNECTION 98 02 1/2 GENERATOR END VIEW SIDE VIEW RADIATOR END VIEW SP-SPJD-800-1000i..2-GENERATOR-SET-HINGES-OVERVIEW-20170410 PowerTech ET" 4.5L Engine ENGINE PERFORMANCE CURVE Model: 4045HF285 Rating: Gross Power 144 hp (107 kW) Prime Application: Generator (60 Hz) 158 hp (118 kW) Standby JOHN DEERE Target: 100 kWe Standby Market [See Option Code Tables] Nominal Engine Power @ 1800 RPM STANDARD CONDITIONS Prime Standby Air Intake Restriction...................12 in.112O(3 kPa) HP kW HP kW Exhaust Back Pressure........... 30 in.H2O(7.5 kPa) 144 107 158 118 Gross power guaranteed within+or-5%at SAE J1995 and ISO 3046 conditions: 77°F(25°C)air inlet temperature Generator Fan Power prime Rating 2 Standby Rating 29.31 in.Hg(99 kPa) barometer Power g 12 ISO 8528 G2 104°F(40°C)fuel inlet temperature Efficiency (s°i of Standby) Block Load % factor Capability 0.853 fuel specific gravity @ 60°F(15.5°C) hp kW kWe WA kWe WA Conversion factors: 88-92 8.7 6.5 0.8 89-93 111-116 98-103 123-129 100% Power: "kW=hp x 0.746 Fuel: 1 gal=7.1 lb, 1 L=0.85 kg Note 1: Based on nominal engine power. Torque: N•m=lb-ft x 1.356 Note 2: kWe/WA rating assumes 90%efficiency."Generator Efficiency%"will vary. All values are from currently available data and are subject to change without notice. ® -PRIME ® -STANDBY " Notes: All OEM Gen Set Engine Applications must be pre- ... : : with e screened for torsional vibration compatibility 'h th _ respective alternator end hardware. t (32) ;- -. - ----:-- -- :- -- .- OEM Engine Application Engineering will perform this Y :..:..:.. ..:..:..:.. ..:..:..:.. ..:..:..:.. . ......... computer-based analysis work upon request. 50 (23) -- - - d 30 ti (14) IL- - Tier 3 Emission Certifications Certified by: . CAR PA : -: ' : r r 20 ' 40 60 80 100 120 140 160 Ref: Engine Emission Label a 3ut1E. '01 (15) (30) (45) (60) (75) (90) (104) (119) 'Revised Data Brake Power--hp (kW) Curve 4045HF2851800158.........:...................Sheet 1 of 2 June 2007 Engine Performance Curves 4045-Generator June 2007 UL-142 CERTIFIED DUAL WALL DIESEL SUB-BASE TANKS DOUBLE AVERAGE GPH AVERAGE FULL TANK FUEL TANK GEN-SET WALL FUEL CONSUMPTION TANK RUN HOURS CAPACITY (3) DIMENSIONS SHIP MODEL FUEL TANK EMERG. WT. MODEL 50% 75% 100% 50% 75% 100% GAL. VENTS LG. WI.. HI IN (LBS) LOAD LOAD LOAD LOAD LOAD LOAD IN. IN. S-67 48 32 24 67 2" 102 36 11 794 SPJD- S-134 1.4 2.1 2.8 96 64 48 134 3" 102 36 19 1025 300 S-202 144 96 72 202 3" 102 36 26 1229 S-108 48 32 24 108 3" 114 42 11 985 SPJD- S-216 2.3 3.4 4.5 96 64 48 216 3" 114 42 21 1313 600 S-324 144 96 72 324 4" 114 42 31 1642 S-144 48 32 24 144 3" 142 48 10 1274 SPJD- S-288 3.0 4.5 6.0 96 64 48 288 4" 142 48 18 1592 800 i S-432 _ _ 144 , 96_ -72_. ._ 432 - -4"--- 142. -48. 26- -1932 I SPJp-F ---_ --.6 ---4 __ -- ' 1000� 4 S-3- 41 3.6 5.4 7.1' 96 64 ;24-;'206 341 4" 142 48 2.1 172.7. -- - __ - - S-206 48 ` 32` 3 554 48 12 1481 -, SPJD- S-413 4.3 6.6 8.6 96 64 48 413 4" 154 48 23 1945 1250 S-619 144 96 72 619 5" 176 48 28 2418 S-266 48 32 24 266 4" 154 48 15 1636 SPJD- S-533 5.5 8.3 11.1 96 64 48 533 4" 154 48 28 2210 1550 S-799 144 96 72 799 5" 216 48 28 2968 S-353 48 32 24 353 4" 154 48 20 1821 SPJD- 2100 S-716 7.4 11.0 14.7 96 64 48 716 5" 200 48 28 2751 S-1059 144 96 72 1059 5" 272 48 28 3722 S-430 48 32 24 43`0 4" 182 52 20 2170 SPMD-2500 S-860 10.5 14.4 17.8 96 64 48 860 5" 182 52 36 2987 S-1290 144 96 72 1290 5" 243 52 36 3660 S-470 48 32 24 470 4" 182 52 21 2218 SPMD- S-940 11.6 15.1 19.5 96 64 48 940 5" 191 52 36 3116 2800 S-1405 144 96 72 1 1405 6" 264 52 36 4154 GILLETTE GENERATORS, INC. • 2921 THORNE DRIVE•ELKHART, INDIANA 46514 - PHONE:800-777-9639 Form GIL-PRC-FEBRUARY 10,2016 Rev 1 cil aq CAUTIONH CONSULT YOUR LOCAL FIRE CODES FOR FUEL STORAGE. MANY STATES HAVE SPECIFIC AND DIFFERENT FUEL TANK REQUIREMENTS. CONSULT YOUR LOCAL FIRE DEPARTMENT FOR COMPLIANCE WITH POSSIBLE SPECIAL TANK INSTALLATIONS. ADDITIONAL INFORMATION & OPTIONAL EQUIPMENT FOR DIESEL FUEL TANKS TANK DESCRIPTION: The Gillette_Generator_dual,wall,_leak-proof;-.diesel fuel tank is a steep rectangular tank with.-a ;sealed, separately vented integral.fuel containment basin. UL AND NATIONAL STANDARDS: STANDARD UL 142: (UL listed under file#mh17470)for single and dual wall steel above ground tanks with flammable and combustible liquids. STANDARD NFPA-30: For flammable and combustible liquids. STANDARD NFPA-37: For installation and use of stationary combustible engine and gas turbines. STANDARD NFPA-110: For emergency and standby power systems. CONSTRUCTION: All tanks are pressurized to 3 PSI and leak checked to ensure integrity of weld seams per UL 142 standards, Tank is constructed of heavy gauge steel and includes a reinforced steel box channel for generator support. Full height gussets are provided at gen-set mounting holes. Tanks are load rated at 5000 Lbs. per gen-set mounting point. The tank design has been tested extensively under conditions far in excess of normal use, to ensure safe support of full generator weight. In addition, tanks are pressure washed with an iron phosphate solution and finished with an acrylic primer plus enamel paint. Tank interior is coated with a solvent based rust inhibitor. REGIONAL AREA'S REQUIRING SPECIAL DIESEL TANKS EQUIPMENT: CONSULT FACTORY FOR PRICES ___jUL-142 DIESEL FUEL TANK, STANDARD EQUIPMENT- _ k ` ► Emergency venting, sized to UL standards ► Fuel supply and return down lines, 1/Z NPT standard ► Rupture basin switch, side mount ► Low fuel level switch of 50%setting ► Normal vent, 2" NPT with 10"extension ► Double wall, heavy duty, 7 gauge steel side channels i 1 ► Lockable fuel cap, 2" NPT with 10"extension ► Fuel drain, 1/2" npt with plug ► Visual level gauge, mechanical ► Powder coat black with oil fog interior ` FUEL TANK ACCESSORIES PART# DESCRIPTION ST-1 LIFTING PLATES ON SIDES OF TANK(1 SET OF 4 LIFTING PLATES) ST-2 5 GALLON SPILL/FILL CONTAINER ST-3 HIGH FUEL LEVEL(90%)SWITCH ST-5 DUAL HIGH FUEL LEVEL(90/95%)SWITCHES ST-8 VISUAL/AUDIBLE ALARM PANEL,-NEMA-3R, WITH UP TO 4 ALARMS (HI, LOW, LEAK, FULL), SPECIFY ALARMS NEEDED. ST-9 2"C-CHANNELS,WELDED TO TANK BOTTOM (PRICE PER INCH, AS NEEDED) ST-10 2"C-CHANNEL RODENT GUARD (PRICE PER INCH, AS NEEDED) ST-11 FUEL TRANSFER PUMP, CONTROLS AND ALARM PANEL STA2 2" OVERFILL PROTECTION VALVE (INCLUDING)2" NPT UNION ST-15 FUEL SUPPLY CHECK VALVE, 1/2" ST-16 IMMERSION HEATER FOR 48-1584 GALLONS THRU 19 GILLETTE GENERATORS, INC. • 2921 THORNE DRIVE•ELKHART, INDIANA 46514 PHONE: 800-777-9639 Form GIL-PRC-FEBRUARY 10,2016 Rev 1 i UWN OF BARNS TABLE - rvllER6RUUND (FUEL AND LHEII I I._ol- S i 0ROGE REG I STRA1 ION MAP NO. © 1} 3 PARCEL NU . Q 9 TAG NU 04 ADDRESS OF TANK: s�"T r+umk �r tr��t /� f / MAILING ADDRESS (IF DIFFERENT�� ff FROM ABOVE) : � ComiAo-)i�`r Wj 6IJe_&s4o�V OWNER NAME: He LO-,A- .L MIC�I r �ARt�K� c�tjec �o(1 J aoIF k�S I EIS ` PHONE: INSTALLATION DATE: BY; i INSTALLER ADDREeS: RiCJej ? CERT.tV0. 7. i *TANK LOCATION: BOVE BELOW // < DGmCpt I AC TANY_ LOCATION WITH FlQOPGCT TO iiU Z LD Z NO) CAPACITY `37" YPE OF TANK �'�� � AG YRS. F�EL/CHEMICAL TESTING C �D� 1• 'j G t�� `zrtX,"l.�zl2 l�.ft c►G� c-a'Le� CERTIFI CATION [ ] PASS de-�,D C ] FAIL DATE l r►}Cc'AAL ,0iP P LEAK DETECTION [ ] CHECK IF N/A TYPE/BRAND ZONE OF CONTRIBUTION [ ] YES [ ] NO DATE TO BE REMOVED C(Q97 F;ke- M�lChL- P GR6 ssm gcl sak.--196-a375 x r FIRE DEPT. PERMIT ISSUED [. 1 YES [ ] NO DATE CONSERVATION [ ] CHECK IF N/A DATE BOARD OF HEALTH TAG NO. [ ] DATE * PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE BACK OF THIS CARD I kt m v �� I iS l v►5�1�`� a, F 1 r s rAA'� 'Q�YGENERATORS is 60 HZ MODEL LIQUID COOLED DIESEL ENGINE GENERAg'OR SET STANDBY 10�®ae HZ 1300C RISE SPJD-1000-60 HERTZ 60 100 ; auaraarnf*;� All generator sets are USA prototype built and thoroughly tested. Production models are USA factory built and 100%.load tested. 1� anxuxxatuarrnute u C US UL2200, UL1446, UL508, UL142, UL498 �L NFPA 110, 99, 70, 37 "OPEN"GEN-SET All generator sets meet NFPA-110 Level 1, when equipped with the There is. no enclosure, so gen-set must be NFPA� necessary accessories and installed per NFPA standards. placed within a weather protected area, un- inhabited by humans or animals, with proper ventilation. Silencer not supplied, as NEC 700, 701, 702, 708 installation requirements are not Icnown. However, this item is available as optional y�� Tm gin�a 7p�,�a �+�a equipment. ROM 3tlEMA ICS10, d9d G1, ICS6, AB1 _ A6YS! ANSI C62o41, 27, 59, 32, 450,40Q, 81 W4p, 360-05 I Eg I ;T 0 'S(�ff ASCE 7-05 &7-1 All generator sets meet 18o MPH rating. x" o 8 PA EPA 40CFR Part 60, 1048, 1054, 1065, 1068 "LEVEL 2"HOUSED GEN-SET Full aluminum weather protection and superior sound attenuation for specific low noise applications.Critical grade muffler is standard. GENERATOR RATINGS GENERATOR VOLTAGE PH HZ 1300C RISE STANDBY RATING POWER LEAD MODEL KW/KVA AMP CONNECTIONS L-N L-L SPJD-1000-1-1 120 240 1 60 100/100 416 4 LEAD DEDICATED 1 PH SPJD-1000-3-2 120 208 3 60 100/125 347 12 LEAD LOW WYE SPJD-1000-3-3 120 240 3 60 1001125 301 12 LEAD HIGH DELTA SPJD-1000-3-4 277 480 3 60 100/125 151 12 LEAD HIGH WYE SPJD-1000-3-5 127 220 3 60 100/125 328 12 LEAD LOW WYE SPJDA000-3-16 1 346 600 3 60 100/125 120 4 LEAD DEDICATED RATINGS: All single phase.-en-sets are dedicated 4 lead windings,rated at unity(1.0)power factor. All three phase gen-sets are 12 lead windings,rated at.8 power factor. 130'C"STANDBY RATINGS"are strictly for gen-sets that are used for back-up emergency power to a failed normal utility power source. This standby rating allows lity power outage. All gen-set power ratings are based on temperature rise measured by resistance varying loads,with no overload capability,for the entire duration of uti method as defined by MIL-STD 705C and IEEE STD 115,METHOD 6.4.4. All generators have class H(180°C)insulation system on both rotor and stator windings. All factory tests and KW/KVA charts shown above are based 130°C(standby)R/R winding temperature,within a maximum 40°C ambient condition. Generators operated at standby power ratings must not exceed the temperature rise limitation for class H insulation system,as specified in NEMA MG1-22.40. Specifications&ratings are subject to change without prior notice. Gillette Generators,Inc.*2921 Thorne Dr.®Elkhart,IN e 46514*Ph:574-264-9639*Fax:574-262-1840•Web:www.eillettegenerators.com*spc4-160212 1 APPLICATION AND ENGINEERING DATA FOR MODEL SPJD-1000-60 HZ GENERATOR SPECIFICATIONS GENERATOR FEATURES Manufacturer..................................Marathon Electric Generators a World Renown Marathon Electric Generator having UL-1446 Model&Type............363PSL1617 4 Pole,4 Lead,Single Phase certification. .........362CSL1606 4 Pole, 12 Lead re-connectable,Three Phase • Full generator protection with Deep Sea 7420 controller, ...................362PSL1636 4 Pole,4 Lead,600V,Three Phase having UL-508 certification. Exciter.....................................................Brushless,shunt excited e Automatic voltage regulator with over-excitation, under- Voltage Regulator.......................................Solid State,HZ/Volts frequency compensation, under-speed protection, and EMI Voltage Regulation................................th%,No load to full load filtering. Entire solid-state board is encapsulated for Frequency................................Field convertible,60 HZ to 50 HZ moisture protection. Frequency Regulation........±%2%(1/2 cycle,no load to full load) a Generator power ratings are based on temperature rise, Unbalanced Load Capability.....................100%of standby amps measured by resistance method, as defined in MIL-STD Total Stator and Load Insulation...........................Class H, 180°C 705C and IEEE STD 115,Method 6.4.4. Temperature Rise......... 130°C R/R,standby rating @ 40°C amb. ® Power ratings will not exceed temperature rise limitation for 10 Motor Starting @ 30%Voltage Dip(240V)............310 kVA. class H insulation as per NEMA MG1-22.40. 3 0 Motor Starting @ 30%Voltage Dip(208-240V).....200 kVA ® Insulation resistance to ground,exceeds 1.5 meg-olim. 3 O Motor Starting @ 30%Voltage Dip(480V-60OV)..270 kVA a Stator receives 2000 V. hi-potential test on main windings, Bearing.....................................................1,Pre-lubed and sealed and rotor windings receive a 1500 V.hi-potential test,as per Coupling.........................................................Direct flexible disc. MIL-STD 705B. Total Hannonic Distortion...............Max 31/2%(MIL-STD705B) o Full amortisseur windings with UL-1446 certification. Telephone Interference Factor............Max 50(NEMA MG1-22) . Complete engine-generator torsional acceptance, confirmed Deviation Factor.................................Max 5%(MIL-STD 405B) during initial prototype testing. Ltd.Warranty Period..............24 Months from date of start-up or 9 Fu11 load testing on all engine-generator sets,before shipping. .......................................................1000 hours use,first to occur. 0 Self ventilating and drip-proof&revolving field design ENGINE SPECIFICATIONS AND APPLICATIONS DATA ENGINE FUEL CONSUMPTION Manufacturer...............................................................John Deere GAL/HR (LITER/RR) STANDBY Model and Type....................4045HF285,4 cycle,liquid Cooled 100%LOAD 7.9(29.9) Aspiration................................................................Turbocharged 75%LOAD 6.0(22.7) Charged Air Cooling System ..............................Air to Air 50%LOAD 4.0(15.1) Cylinder Arrangement...................................4 Cylinders,In-Line Displacement Cu.In.(Liters)..........................................276(4.5) OIL SYSTEM Bore&Stroke In. (Cm.)...........................4.19 x 5.0(10.6 x 12.7) Compression Ratio..............................................................19.0:1 Type.................. Full Pressure ... ................................................... Main Bearings&Style.............................Tin-Aluminum,Babbitt Oil Pan Capacity t. L 17.0 16.1 P ty q O.......................................... ( _ ) Cylinder Head.................................................................Cast Iron Oil Pan Ca W/filter t. L 18.0 17.0 Pistons............................................................4,Aluminum Alloy Oil Filter........................ ..... 1,Replaceable Spin-On ..................... Crankshaft...................................................Forged Chrome Steel Exhaust Valve...................................Forged Heat Resistant Steel ELECTRICAL SYSTEM Governor...............................................::.Electronic,Isochronous Frequency Regulation............................................. ........± 1/4% Ignition System........................................................I....Electronic Air Cleaner.........................................Dry,Replaceable Cartridge Eng.Alternator: 12.VDC,negative ground,55 amp/hr. EngineSpeed.................................................................1800 rpm Oil Filter.................................................. 1,Replaceable Spin-On Recommended Battery to 48°C(0°F):... 12 VDC; Size BCI#27, Max Power,bhp(kwm)Standby.................. ................158(118) Max Dimensions: ........12" lg X 6 3/4"wi X 9"hi,with standard BMEP:psi(kpa)Standby............................. ..............254(1748) round posts. Min output at 700 CCA. Battery tray(max. dim.at Ltd.Warranty Period...........24 months or 2000 hrs,first to occur 12"lg x 7"wi), hold down straps, battery cables, and battery charger, is furnished. Installation of (1) starting battery is FUEL SYSTEM required, with possible higher AMP/HR rating, as described above,if normal environment averages -13°F(-25°C)or cooler. Type.........................................Diesel Fuel Oil(ASTM No.2-D) Combustion System................................. ...........Direct Injection CERTIFICATIONS Fuel Injection Pump................................ Stanadyne Rotary Type 12 VDC Air Intake Heaters...........................Standard Equipment All engines are CARB and EPA emissions certified. All Fuel Filter and Water Separator....................................Yes stationary diesel engines are Tier III complaint. 2. Gillette Generators,Inc.•2921 Thorne Dr.-Elkhart,IN•46514•Ph:574-264-9639•Fax:574-262-IM m Web:www.eilletteeenerators.com•spc4-160212 STANDARD FEATURES FOR MODEL SPJD-1000-60 HZ STANDA" FEATURES ENGINE: CONTROL PANEL: AC GENERATOR SYSTEM: Deep Sea 7420 digital microprocessor with AC generator • Shunt excited • Brushless design • Circuit logic allows programming in the field.Controller has: Breaker installed and wired to gen-set ® Direct connection • STOP-MANUAL-AUTO modes and automatic engine to engine with flex disc • Class H, 180°C insulation • Self shutdowns,signaled by full text LCD indicators: ventilated o Drip proof construction•UL Certified • Low oil pressure • Engine fail to start • High engine temp •Engine over speed VOLTAGE REGULATOR: •Low Radiator Level •Engine under speed ''/z% Voltage regulation • EMI filter • Under-speed •Three auxiliary alarms • Over&under voltage protection A Over-excitation protection•total encapsulation •Battery fail alarm Also included is tamper-proof engine hour meter DC ELECTRICAL SYSTEM: Battery tray • Battery cables • Battery hold down straps ENGINE: Full flow oil filter • Air filter • Oil pump • Solenoid type • 2-stage battery float charger with maintaining & recharging automatic charge stages starter motor•Hi-temp radiator•Jacket water pump •Thermostat•Pusher fan and guard•Exhaust manifold WEATHER/SOUND PROOF ALUMINUM HOUSING • 12 VDC battery charging alternator • Flexible exhaust CORROSION RESISTANT PROTECTION CONSISTING OF: connector • "Isochronous" duty, electronic governor • •9 Heated And Agitated Wash Stages Vibration isolators • Closed coolant recovery system with •Zinc Phosphate Etching-coating Stage 50/50 water to anti-freeze mixture • flexible oil &radiator •Final Baked On Enamel Powder Coat drain hose. • 18/8 Stainless Steel Hardware Design & specifications subject to change without prior notice. Dimensions shown are approximate. Contact Gillette for certified drawings. — DO NOT USE DIMENSIONS FOR INSTALLATION PURPOSES. I, t,- ; ! ! � r1EJ��llfil E i 3atil !rR3� If111l1t16911";1 ^, �f1 Vlliihl'1sl�t,I,Is :- fill?t@II fill 11i(�Illll�Jt1}S tEii?i Is�1:i@lllllt�lt��9P 1 L �IFM:I�I)Fl�!Itl,I R l;.il1`lll(Illall,�91@ -3 RM 0. 4 Gillette Generators,Inc.•2921 Thorne Dr.•Elkhart.IN•46514•Ph:574-264-9639•Fax:574-262-1840•Web:www.eilletteaenerators.com a spc4-160212 i OUTLINE DIMENSIONS FOR 80 THRU 100 KW LEVEL 2 ENCLOSURE (HINGED DOORS) TOP VIEW EASE VIEW (GEN-SET HAS C4) DOORS, (2) SHOWN OPEN ARE TYPICAL FOR BOTH SIDES) <6) MOUNTING SLOTS = 3/4'WI X 1-1/2'LG 134 1/8 I 98 43 C-C 43 C-C 6 3 0 0 BC BATTERY �Z n 0 8 W o jw ¢ C� 4 w w w Z z w w Uj 6 FELECTRIUPCALUB- 3 0 0 0 8 1/16 Z23 /16 33 5/8 ' 12 98 1/8 24 _ 48 1/4 EREBEB ... ® ® .. 71 3/B K.O. W ® NF O O 10 3/4 a f 9 3 1/16—I 4 5/16 48 —I 6/1/16-{— 74 C-C 12� 1 1/4' COUPLER FOR DRY FUEL CONNECTION I 98 02 1/2 GENERATOR END VIEW SIDE VIEW RADIATOR END VIEW SP-SPJD-800-100D-L2-GENERATOR-SET-HINGES-OVERVIEW-201704I0 PowerTech Ell 4.5L Engine ENGINE PERFORMANCE CURVE Model: 4045HF285 Rating: Gross Power 144 hp (107 kW) Prime Application: Generator (60 Hz) 158 hp (118 kW)Standby JOHN DEERS Target: 100 kWe Standby Market [See Option Code Tables] STANDARD CONDITIONS Nominal Engine Power @ 1800 RPM Prime standby Air Intake Restriction...................12 in.H2O(3 kPa) HP kW HP kW Exhaust Back Pressure........... 30 in.H2O(7.5 kPa) 144 107 158 118 Gross power guaranteed within+or-5%at SAE J1995 and ISO 3046 conditions: 77°F(25°C)air inlet temperature Generator Pan Power Prime Rating2 Standby Rating ISO 8528 G2 29.31 in.Hg(99 kPa) barometer Efficiency (6%of Standby) Power 1,2 Block Load 104°F(40°C)fuel inlet temperature Factor Capability 0.853 fuel specific gravity @ 60'F(15.5°C) hp kW kwe WA We WA Conversion factors: 88-92 8.7 6.5 0.8 89-93 111-116 98-103 123-129 100% Power: kW=hp x 0.746 Note 1: Based on nominal engine power. Fuel: 1 gal=7.1 lb, 1 L=0.85 kg Note 2: kWe/WA rating assumes 90%efficiency."Generator Efficiency%"will vary. 7:1Torque: N•m=lb-ft x 1.356 All values are from currently available data and are subject to change without notice. ® - PRIME ® -STANDBY Notes: i..i All OEM Gen Set Engine Applications must be pre- with e screened for torsional vibration compatibility -h th 7® . :...._. _ _ __ _ respective r alternatorhardware. end (32) _____ _ OEM Engine Application Engineering will perform this .... - : .:..:.. ..:..:..:.. .. co p r based analysis work n r m ute anal s" upon request. 5® (23) . 0 Z 30 Tier-3 Emission Certifications: Certified by: . :-- -. ..;.. = CAR , -t--r--=--- --=- - =-- B•EPA 20 40 ' 60 80 ' 100 120 140 160 Ref: Engine Emission Label oR Z&Ane. 10,4 (15) (30) (45) (60) (75) (90) (104) (119) Brake Power ma hp (kW) `Revised Data Curve 4045HF2851800158.............................Sheet 1 of 2 June 2007 Engine Performance Curves 4045-Generator June 2007 - UL-142 (CERTIRE DUAL WALL DIESEL SUB-BASE TANKS DOUBLE AVERAGE GPH AVERAGE FULL TANK FUEL TANK GEN-SET WALL FUEL CONSUMPTION TANK RUN HOURS CAPACITY (3) DIMENSIONS SHIP MODEL FUEL TANK EMERG. WT. MODEL 50% 75% 100% 50% 75% 100% VENTS G. WI. (LBS) LOAD LOAD LOAD LOAD LOAD LOAD GAL. IN IN HI' IN. S-67 48 32 24 67 2" 102 36 11 794 SPJD- S-134 1.4 2.1 2.8 96 64 48 134 3" 102 36 19 1025 300 S-202 144 96 72 202 3" 102 36 26 1229 S-108 48 32 24 108 3" 114 42 11 985 SPJD- 600 S-216 2.3 3.4 4.5 96 64 48 216 3" 114 42 21 1313 S-324 144 96 72 324 4" 114 42 31 1642 S-144 48 32 24 144 3" 142 48 10 1274 SPJD- S-288 3.0 4.5 6.0 96 64 48 288 4 142 48 18 1592 800 _.,_S:432 144 96 72 _432---4-142-48=26-1-932- SPJD -�,�,���..�-= 1-000 S-341 3.6 5.4 7.1 96 64 48 341 4" 142 48 21 1727� S-206 =T 48-32"-24=i206- 3" 154 48 12 1481 SPJD- S-413 4.3 6.6 8.6 96 64 48 413 4" 154 48 23 1945 1250 S-619 144 96 72 619 5" 176 48 28 2418 S-266 48 32 24 266 4" 154 48 15 1636 SPJD- S-533 5.5 8.3 11.1 96 64 48 533 4" 154 48 28 2210 1550 S-799 144 96 72 799 5 216 48 28 2968 S-353 48 32 24 353 4" 154 48 20 1821 SPJD- S-716 7.4 11.0 14.7 96 64 48 716 5" 200 48 28 2751 2100 S-1059 144 96 72 1059 5" 272 48 28 3722 S-430 48 32 24 43`0 4" 182 52 20 2170 SPMD- S-860 10.5 14.4 17,8 96 64 48 860 5" 182 52 36 2987 2500 S-1290 144 96 72 1290 5" 243 52 36 3660 S-470 48 32 24 470 4" 182 52 21 2218 SPMD- S-940 11.6 15.1 19.5 9 2800 6 64 48 940 5" 191 52 36 3116 S-1405 144 96 72 1405 6" 264 52 36 4154 GILLETTE GENERATORS,INC. • 2921 THORNE DRIVE• ELKHART, INDIANA 46514 PHONE:800-777-9639 Form GIL-PRC-FEBRUARY 10,2016 Rev 1 r t,I" C U7DC go CONSULT YOUR LOCAL FIRE CODES FOR FUEL STORAGE. MANY STATES HAVE SPECIFIC AND DIFFERENT FUEL TANK REQUIREMENTS, CONSULT YOUR LOCAL FIRE DEPARTMENT FOR COMPLIANCE WITH POSSIBLE SPECIAL TANK INSTALLATIONS. ADDITIONAL INFORMATION & OPTIONAL EQUIPMENT FOR DIESEL FUEL TANKS TANK DESCRIPTION: The Gillette Generator dual.wall,, leak-proof, diesel fuel tank is a steel rectangular tank with a sealed, separately vented integral fuel containmentbasin. UL AND NATIONAL STANDARDS: STANDARD UL 142: (UL listed under file#mh17470)for single and dual wall steel above ground tanks with flammable and combustible liquids. STANDARD NFPA-30: For flammable and combustible liquids. STANDARD NFPA-37: For installation and use of stationary combustible engine and gas turbines. STANDARD NFPA-110: For emergency and standby power systems. CONSTRUCTION: All tanks are pressurized to 3 PSI and leak checked to ensure integrity of weld seams per UL 142 standards, Tank is constructed of heavy gauge steel and includes a reinforced steel box channel for generator support. Full height gussets are provided at gen-set mounting holes. Tanks are load rated at 5000 Lbs. per gen-set mounting point. The tank design has been tested extensively under conditions far in excess of normal use, to ensure safe support of full generator weight. In addition, tanks are pressure washed with an iron phosphate solution and finished with an acrylic primer plus enamel paint. Tank interior is coated with a solvent based rust inhibitor. REGIONAL AREA'S REQUIRING SPECIAL DIESEL TANKS EQUIPMENT: CONSULT FACTORY FOR PRICES ------------- �UL-142 DIESEL FUEL TANK, STANDARD EQUIPMENTk _ __ Indard ► Emergency venting, sized to UL standards ® Fuel supply and return down lines, 1/2"NPT st► Rupture basin switch, side mount ► Low fuel level switch at 50%setting► Normal vent, 2" NPT with 10"extension ® Double wall, heavy duty, 7 gauge steel side ch ► Lockable fuel cap, 2" NPT with 10"extension ► Fuel drain, 1/2"npt with plug ► Visual level gauge, mechanical ► Powder coat black with oil fog interior FUEL TANK ACCESSORIES PART# DESCRIPTION ST-1 LIFTING PLATES ON SIDES OF TANK(1 SET OF 4 LIFTING PLATES) ST-2 5 GALLON SPILL/FILL CONTAINER ST-3 HIGH FUEL LEVEL(90%)SWITCH ST-5 DUAL HIGH FUEL LEVEL(90/95%)SWITCHES ST-8 VISUAL/AUDIBLE ALARM PANEL, NEMA-3R, WITH UP TO 4 ALARMS (HI, LOW, LEAK, FULL), SPECIFY ALARMS NEEDED. ST-9 2" C-CHANNELS, WELDED TO TANK BOTTOM (PRICE PER INCH, AS NEEDED) ST-10 2"C-CHANNEL RODENT GUARD (PRICE PER INCH, AS NEEDED) ST-11 FUEL TRANSFER PUMP, CONTROLS AND ALARM PANEL ST-12 2" OVERFILL PROTECTION VALVE (INCLUDING)2"NPT UNION ST-15 FUEL SUPPLY CHECK VALVE, 1/2 ST-16 IMMERSION HEATER FOR 48-1584 GALLONS THRU 19 GILLETTE GENERATORS,INC. • 2921 THORNE DRIVE^ELKHART, INDIANA 46514 e PHONE:800-777-9639 Form GIL-PRC-FEBRUARY 10,2016 Rev 1 TOWN OF BARNSTABLE LOCATION S-�2 -sc, -4 SEWAGE # 95-- NO VILLAGE ASSESSOR'S MAP & LOT (� INSTALLER'S NAME & PHONE NO. 6Arty T ARE-s SEPTIC TANK CAPACITY o1000 CacR ftcl. LEACHING FACILITY:(type) aZ LC-414 V7 (size) Y9*'-t Z NO. OF BEDROOMS S PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER A7 r DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No !/ , ; -r.4 i ® OF t9►+k ��` 16 o No.. 1� _ Fps .t.® ............ _ THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH C v�ll.\I--------------OF.....k'�,42('95 - ,.C�...---................---•----------- ApplirFa#ivai for Uiipuual Vork,5 Tunarartivai ramit Application is hereby made for a Permit to Construct (0O or Repair ( ) an Individual Sewage Disposal System at• 1 1 i �a� �l�� eoAD LITTLE C- 1�c.e�vJ0 0�2.V I LL6 --... -- ...........• -- :-•-...-•...................................OU ......----...__••------• ----....---••------•----•-----•-......_............_••-•-•-• -- Loca i Address o t o. ! tl�1 c�t a=c 4�....KESSS L t C• -52-S SAY aAcJ �i'r 2 v t u.E ------------- -•- ------------------------------------•••---•-.........._....-•------------------------•-•-..._..... Address Wc. .............................. ....--••-•---•----•................................................•-----•----•-----.....--•--••.. f ----.._-•---•--------- � Installer Address d Type of Building Size Lot__ _. ...........Sq. Dwelling—No. of Bedrooms............................................. .............................Expansion Attic ( ) Garbage Grinder aOther—Type of Building _______________•-__---__._-- No. of persons---------------------------- Showers ( ) — Cafeteria ( ) Q' Other fixtures ............................ . W Design Flow......5 tS_0%.............gallons per person $er cay. Total daily Qflow_......._46Z ......................gallons. W Septic Tank—Liquid capacity W-.gallons Length.. t`._.. Width k_`G'_.._. Diameter................ x Disposal Trench—No.......3...........Width..._1Z. ........ Total Length------ ......... Total leaching area__1I.1. ...... ft. Seepage Pit No-------------- Diameter--------------------- De h below inlet.................... Total leaching area..................sq. ft. z Other Distribution box Dosing k (� ..-- '-' Percolation Test Results Performed by....... K_T �?... ` _ Date_-,�__,_..___ _.5_............... 4 Test Pit No. I---/_.__minutes per inch Depth of Test Pit-__�.-6 ..__ Depth to ground water_ _�2_�_J1_. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ----•---•-------------------------------••-•----•---------------------------.........._......_-----•......................................................... 0Descr>ption of Soil 2„ No 2 GA'4 . ----. 4I 140ec� U v ...........6.`'_. _7G�. G.....AA.cQ-SA u off...............-•-•--------•-•---•-------------------------------- W ---•-----------------_..•-•------------•-----•--------------_................_....----•--•--••---------*-••-..........._........----•-........----•-•-•-•••------•-...-••--•-•_____------------...------ UNature of Repairs or Alterations—Answer when applicable...._........................................................................................... -•---------------------------------------------------------•------------•---•-....--•-••--••-------------------------------------------------------------------------------------------•------....------ Agreement: The undersigned agrees to install the aforedescribed Individual Srwral System in accordance wit the provisions of TITLE 5 of the State Environment e—Theurther agrees not to p ace t e system in operation until a Certificate of Complia c as en issued bf health. /�s�� ' Signe �i Da Application Approved B -------- ---------- -------- ..... --- -- ------ .... ---------------------- --(-------------------------------- ---- Dale Application Disapproved for the following reasons- ------------------------------------------------------------------------------------------------ --- ................................................ .............- .. �- �' / �•� / Dare-- Permit No. .4/ .'"Y.f.. a ................... s f Issued - Date_ ....��. i THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I A , m / � �G�"- LI DATA No.... / �� , _ .. Fins....... . THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ................... ....................O F...................................... Appliratiaan for 11ispoiial Works (futwuurtinn nuat Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at - ........._.: -- .................... ................................................ •-•--•-••--•• ----••......•----••........-•--•••...........-•-•--.....--•----•...........--- _ Address_ 1� o��t No., I_t - tt �V�"c .......................[. ..........•- ............----........... ................................................................................................. Owner Address W Installer Address r r_ Q Type of Building �.,,, Size Lot..........:................Sq.-feet Dwelling—No. of Bedrooms......... ...............................Expansion Attic ( ) Garbage Grinder O`> Other—T e of Building No. of persons............................ Showers — Cafeteria a' Other fixtures ................................. . 7 ---------------- ...--•---- W Design Flow........ `...�:�� .............gallons per person per day. Total daily flow.......... ......__..................._gallons., I* Septic Tank—Liquid capacity...!------gallons Length.ti�.._M".. Width s=_`���__ Diameter---�....... Depth... . ! Disposal Trench—No.................... Width.....�?:........ Total Length___.`A......... Total leaching area..)- _n......sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box O, Dosing tank O , Percolation Test Results Performed by......."._t.:'._.__..................._f _...f. .............. Date... .�l .3 ,aa Test Pit No. 1...<!!'__.<.-..minutes per inch Depth of Test Pit-___C_---- ___- Depth to ground water------------------------- Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.--____--....___:.__.... a ....------•----------------------••-••----•-•••---•------------.....•-••-•--•---•-----•-••-.................................................................. Description of Soil...... . . r = ,n l « i + : i _ -.. ! '' ":_t_Ys..IU U ---------•----.------•--•----•-------------------=---•------- W V Nature of Repairs or Alterations—Answer when applicable............................................................................................... --------•--•----------------•----.....--•--•------------•--•------------•-----••--•--•----------------•----•••••••-••---••-••••-•-••--------------•---•-----•......................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of'health. Signed ------------� .............................................................. ...... ............................ .. Da Application Approved B �:� "� .-`�*-------------1' ==~ �%✓;1�'> i'.:..... ...... / „" — ........................... Date Application Disapproved for the following reasons: ................................................:....._....._..__............______............- ................. ........................._-----..-_------------ ...... ........._..._...�....-_ .._......._.,...................................-..........................................__............ Date PermitNo. .......... .... '....................:. ..................... Issued Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ow K'k OF -------------- r ..---------------- ------------------------------------ Certifi ate of (11'untyXiancr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired ( ) by .......................................................................................... ... .. .... .. ......... ... Installer t, z. JGv r�-� r >,�r zcv�o �z__�� 15�.Fal` CAS-":.-_�j I Lc at . ------- - ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------------- has been installed in accordance with the provisions of TITL 5 of he State Envirro y Code as describe in the application for Disposal Works Construction Permit No. __ ., I .- --_-- dated .7 .;7 _�_,!57.......... THE ISSUANCE OF THIS CERTIFICATE SHALL NO BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................ ...... . .�-- ?15................................... Inspector ------------------------ --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS �..,. BOARD OF HEALTH ................................ ..OF... r-�-!.�..=i�.c�..0 f.,... t...r `......................... ? C) �"'.. I ......... FEE........................ Disposal Workv Tonotrudiall panfit Permission is hereby granted.............................................................................................................................................. to Construct( K) or Repair (� ) an Individual Sewage Disposal I System at No r,< r,,•-�t � i z!. 1' ,t. ^ l +-T'T7-.r_'., - ................................(_i 1:.1 1 .........................` Street as shown on the application for Disposal Works Construction Permit 0'_7..'A0�.e'!Dated..,!,,'`: .__. _ �':.'..... -----------------•--•--•---•-•--------------------------------------------•••-••--------•--••--••-....._ Board of Health DATE................................................................................ FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS BAXTER & IN . C Professional Land Surveyors and Civil Engineers 812 Main Street •'Osterville, Massachusetts 02655 Tel. (508) 428-9131 FAX (508)428-3750 WILLIAM C.NYE,P.L.S.-President PETER SULLIVAN,P.E.-Vice President-Engineering RICHARD A. BAXTER, P.L.S.-Vice President May 18 , 1995 Edward F. Barry _ Barnstable Board of Health 367 Main Street Hyannis , MA 02601 Re: Soil Tests P-8503/8504• Dear Mr . Barry: , I enclose -copies of .above-referenced completed soil :test forms together with a 'Preliminary- Site .Plan at ,#52 South Bay Road , Osterville, def-ining test. hole locations (P-8504) . j ry tr y yours , e Jo n i2. Ellis , P. L.S. Ba ter & Nye Inc . Enclosures . j MEMBERS OF CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS I AMERICAN CONGRESS ON SURVEYING AND MAPPING MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS i DATE: 7/5/•95 PROPERTY ADDRESS:__52 South Bay_Road_____ j gut eIYi 14-4Za 02655 ------------------------ i • I On the above date, I inspected the septic system at the above address. This system consists of the following: 1 . 1 -l'-H-G-gallon septic tank. 2. 1 -Distribution box. 3. 2-13' V Ameration chambers. Based on my inspection, I certify the following conditions: 1 : :This is a title five septic system ( 78 Code ) j 2. The present septic system is in proper working order at the present time RECOMMENDATIONS 1 . Septic tank must be pumped, i 2 . Broken cover on the DB-6 Distribution box must be replaced. - --. . SIGNATURE: r i Name: J.P.Macomber Jr. w_ Comp any:_J_P.Macomber & Son Inc. Address __Boxx 66 --------__-- RECEIVED Centerville,Mass 02632 JUL 1995 W 508-775-3338 � . Phone: w 5 THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY i JOSEPH P. MACOMBER & SON, INC. Tanks-Cesspools-LeachfloIds Purnped & Installed Town Sower Connections P.O. Box 66 Centerville, MA 02632-0066 775.3338 ; 775-6412 7 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION .FORM Address of property 52 South Bay Road Osterville,Mass. Owner's name F.Will Date of Inspection 7/5/95 PART A CHECKLIST Chec if the following have been done: Pumping information was requested of the owner, occupant, and Board of ealth. None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. As built plans have been obtained and examined. Note if they are not available with N/A. The facility or dwelling was inspected for signs of sewage back-up. ---IZA The site was inspected for signs of breakout. All system components, excluding the SAS, have been located on the site. . The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. , The size and location of the SAS on the site has been determined based on existing information or approximated by non-intrusive methods. The facility owner (and occupants, if different from owner) were provided with information on the proper maintenance -.of SSDS.' f SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B ` SYSTEM INFORMATION FLOW CONDITIONS If residential number of bedrooms number of current residents garbage grinder, yes or no' laundry connected to system, yes or no es seasonal use, 'yes or no If nonresidential, calculated flow: Water meter readings, if available: ) I4 9"A uyk4wA} Last date. of occupancy GENERAL INFORMATION Pumping records and source of information:AV A/O System pumped as part of inspection, yes or no if yes, volume pumped ReaWn f�o�r gPu in / ` AZT Type of system ' Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system (yes or no) (if yes, attach previous inspection records, if any) * Other (explain) Approximate age 'of all .components. Date installed, if known. Source of informatio 'Y'� Sewage odors detected when arriving at the site, yes or no . SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION continued SEPTIC TANK: I—IDd�— T,d4K� (locate on site plan) depth__.below.grade: �o 1( material of construction: concrete metal FRP other(explain) dimensions: �." � �tf ll�� l� �� �f".64 r141 sludge depth . distance from top of sludge to bottom of outlet tee or baffle scum thickness distance''froin'top 'of scum- to top of outlet tee or baffle W distance from bottom of scum to bottom of outlet tee or baffle Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence o lea ag recommendations r relpairs, et DISTRIBUTION BOX:, (locate on site plan) 10 depth of liquid level above outlet invert Comments: .(note if level and distribution is equal, evidence of solids carryover, evidence of leakage into ' or out of box, reco!,,mendation for repairs, etc.) PUMP CHAMBER: (locate on site plan) Pumps in working 'order, yes or no Comments: (note condition of pump chamber, condition cr pumps and appurtenances, • recommendations for maintenance or repairs , ei.c. )' A SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION continued SOIL ABSORPTION SYSTEM (SAS) : (locate on site plan, if possible; excavation not required, but may be approximated by non-intrusive methods) If not determined to be present, explain: Type. leaching pits and number leaching chambers and number 93°'`X / t leaching galleries and number leaching trenches, number, length leaching fields, number, dimensions overflow cesspool , number Comments: (note condition of soil , signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs, etc. ) s CESSPOOLS ( locate on site plan) : number a-nd configuration A1441 depth-top of liquid to inlet invert depth of solids layer depth of scum layer dimensions of cesspool materials of construction indication of groundwater inflow (cesspool must be pumped as part of inspection): Comments: (note condition of soil , signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs,etc. ) PRIVY : (locate on site plan) materials of-construction/ dimensions depth of solids Comments : (note condition of soil , signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs, etc. ) • 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION ,FORM PART B SYSTEM INFORMATION continued SKETCH OF SEWAGE I=SPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100 ' ' I / C • . y r t ' DEPTH T GROUNDWATER � depth to groundwater m hod of etqMinatipA 0 t' n• 12 SUBSURFACE SEWAGE DISPOSAL SYSTEM 'INSPECTION FORM PART C FAILURE CRITERIA Indicate yes, no, or not determined (Y, N, or ND) . Describe basis of determination in all instances. If "not determined" , explain why not) Q Backup of sewage into facility? _42L Discharge or ponding of effluent to the surface. of the ground or surface waters? NO Static liquid level in the distribution box above outlet invert? A/ Liquid depth in cesspool <6" below invert or available volume< 1/2 day flow? Required pumping 4 times or more in the last year? number of times pumped Septic tank is metal? cracked? structurally unsound? substantial infiltration? substantial exfiltratign? tank failure imminent? ) Is any portion of the SAS, cesspool or privy: below the high groundwater elevation? No within 50 feet of , a surface water? �Q within 100 feet ofla surface water supply or tributary to a surface water supply? within a Zone I of a public well? _ within 50 feet of a bordering vegetated wetland or salt marsh- (cesspools and privies only, not the SAS) ? within 50 feet of a private water supply well? less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis? If the well 1 has been analyzed to be acceptable, attach copy of well water anal; . for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. TOWN OF Barnstable BOARD OF HEALTH SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART D - _ CERTIFICATI ON ON^ �4ssr-cstaesa..-rsrzrrzc-rs�taTrcrsr�a�smus�;wsaw:raZirTaa� �ssaaa3aatrrs :ean+recrnm:aasar�crmismrirss.rs-:sear^rc.. -TYPE OR PRINT CLEARLY- PROPERTY INSPECTED STREET ADDRUS _T2 South Bay Rftd Osterville,Mass. ASSESSORS MAP, BLOCK AND PARCEL # _93-62 OWNER' s NAME F. Will PART D - CERTIFICATION �^ NAME OF INSPECTOR J P Macomber Jr COMPANY NAME J.P.Macomber & Son Inc. COMPANY ADDRESS. Box 66 Centerville Mass . 02632-0066 Street Town or City State ZIP COMPANY TELEPHONE (508 ) ..775 - 3338 FAX ( 508 ) 790 - 1578 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposa-1 system at this address and that the information reported is true, accurate , and complete as of the time of inspection . The inspection was performed and any recommendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems . Check one : XXXX System PASSED The inspection whichA have conducted has not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 15 . 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form. System FAILED* The inspection which,YI have conducted has found that the system fails to protect the public health and the environment in accordance with Title 5 , '310 CMR 15 . 303 , and as specifically noted on PART. 0 - FAILURE CRITERIA of this inspection form . Inspector Signature ,- _ Date 6 95 One copy of this certification must be ( where applicable ) and the BOARD OF HEALTIi,�ided to the OWNER, the BUYER I within one year of the date of the inspection, * f the inspection FAILED, the owner or operator shall upgrade the system otherwise as provided in 310 CMR 15 . 305 , unless allowed or required partd.doo Water Conservation SAVE Tips . . . ME! , . CHECK FOR LEAKS Water Loss in' -Gallons Due to Leaks Leak this Loss Per Day Loss Per Month Size 120 3,600 • 300 10,800 • 693 20,790 • 1,200 36,000 • 1,920 57,600 ?3,096- 92,880 4 .0 -4,296 128,980 ® 6,640 1 y9,200. 6,984 200,520 8,424 252,720 9,,888 296,640 ® 11,324 339,720 12,720 381,600 14,952 448,560 r Y ' Ccmmcnwecm cr Masscc^::seTTS Execurrve Office cr EnvirenmenTC; A.ffC.,s Department of Environmental Protection ' Water Poilurion Control Tecnnicel Asswcnce and Training Secnons WlUlam F.weld coon w Tray core Sww".EOEA Thomas&Powwe Aa"cormr.orr 06/12/95 ATTN: Joseph P. Macomber, Jr.- Joseph Macomber and Son PO Box 66 Centerville, MA 02632- Dear Joseph P. Macomber, Jr. , _ I am pleased to inform you that you have attended training, met the experience qualifications, and have passed the Title 5 System Inspector exam, pursuant to 310 CMR 15. 340 . The passing grade for the exam was 39/52 or 75% . This is an official notification that you are a Certified Department of Environmental Protection System Inspector pursuant to 310 CMR 15. 340, You will receive a System Inspector certificate at a later date. If you have any futher questions, please write to me at the following address: Kimball Simpson D`:E.P. Training Center 50 Route 20 Millbury, MA 01527 Thank you very much for your time and consideration in this matter. Sincerely, I Kimball T. Simpson, DEP Training Center Director (2 4 0 5) Route 20 9 Millbury, MA 01527 • FAX 508-755.9253 9 T•lephone 508-756-7281 .r w -k_ No'.—WI- 7c� Fee---b- TOWNBOARD OF HEALTH OF BARNSTABLE �� A��Ctcation,�or�e[C �Con�truj t ion Permit AK-116 Application is Jher//��eby made for a permit/to Construct (1/')' Alter ( ), or Repair ( )an individual Well at: --------------- ------------------------------------ -------------------------------------------------------------—--------------- Location = Address Assessors Map and Parcel --rA r' �(e s f er �� sou �� - ���-=- �S lr%V`-l6--------------- -------- - ---- --------------------------------------- Owner Address j{ � .�► ll- ---------------- --- P, °x 96c>------' Installer Driller A dress Type of Building Dwelling----------------------------------------------------------------- Other - Type of Building ----------- No. of Persons----------------------------------------------------- JC Typeof Well----� ------------------- Capacity-------------------------------------------------------------------- Purpose of Well---11L1ka_/_10_°` ___ O N y/------------------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate .of Co pliance has been issued by the Board of Health. 0 l --- - ll�----- ----- ----- - j Signe --`�t-a-�L-�--------- date Application Approved By --— -- - - - - -- -- ------------------ date Application Disapproved for the following reaso s------------------------------------------------------------------------------------------ -- - ----------------------------------- - -- -- --- - - -------- ---------- ---------------------------------- ----------- --- — ---—— - — - — — date Permit No. --- - - ---------------- Issued --- ` - - - - - - ------------------ ate BOARD OF HEALTH TOWN OF BARNSTABLE Certif rate ®f (Compliance THIS IS TO CERTIFY, That the Individual Well Constructed Altered ( ), or Repaired ( ) bQ A---- --&AnA. 8-fJ----------------- -------- - --------- ---- Installer at—� sc,,W-_ s a_ 6S rL_ _--- P-14`'- --------------------------------------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of HealtbTrivate Well Protection Regulation as described in the application for Well Construction Permit No./)-,- � Dated------------------------ fJ� THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--------- ---—— -- - — —--- Inspector------------------------------------------------------------------------- . r No.=-------- �--- Fee------ -------------- BOARD OF HEALTH � - TOWN OF BAR [ ' STABLE �� < pplication for eiY ion ,truction Permit Application is/her/leby made fol4 p4 to Construct (�J, t� ( ), or Repair ( )an individual Well�at: L so 1 h 1�U� j • a _-- -1----------------------- .——-- ----- —— — ----- --— — ---- ——— -- —— Assessors Ma w � Location — Address p and Parcel f I��S(Cr` Join( --- ' / � /'.. -.....-- =-- - --- --= —----- -=— S - - ---- - ------- Owner j Address " Installer — Driller Ald'dress Type of Building _-_—Dwelling ---'- /// Other - Type of Build.ipg No. of PersonsL------------------------------------------------- C JC ----- Ca acit ---------------------- ---—Type of Well----�------------------'------------------------ J---------- /if �Ioe p" Purpose of Well---I-�-----�"-_----------------------�-------------- ------- 4 Agreement: The undersigned agrees to install t e aforedescribed individual well in accordance with the provisions of The Town of Barnstable Boa4of Health rivate Well Protecti 1 Regulation - The undersigned further agrees not to ' place the well-in,operation until a Ce tificate .of Co plian a has been issued by/the Board of Health. �Signe __ -!�L` `'.- -- ----- - --3 �-�!1�---------- date Application Approved By —-- �-- - — -- -- --------------- i . date Application Disapproved"for.the following reaso _=---------------------------------------------------------------------------------------- — — -- =-------- - — — ---- - - -- - - --------- ------------------—-------- -------------- �. date Amp qj Permit --------------- Issued ------------------------ ate � sraaretr�r�aa�-dm�ap�mec+acm:exe�.r�sel+ersr�a�: , z BOARD OF HEALTHt ' TOWN OF . BARNSTABL"E ) .- C ertif irate ®f Compliance THIS IS TO CERTIFY, That the.Individual', ell Constructed (v), Altered ( ), or Repaired ( ) C ,an/ ------------------------------ -------- In taller at has been installed in accordance with the provisions of the Town of Barnstable Board of Hea rivate Well Protection Regulation as described in the application for Well Construction Permit No. Dated------------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTIT SATISFACTORY. =_ DATE- --- --- -------------- --- -- Inspector------------------------------------------------------------------------ BOARD OF HEALTH TOWN OF BARNSTABLE Vet[ Con5truct ion Permit No. ---="'y -- Fee--- --- ---- Permission is hereby granted � -------------------------------------------------------------------------------------------- to Construct ( vj Alter ( ), or Repair ( ) an Individual Well at: 1 No. S f. Act, ---------------------------------------------------------------- = — — street as shown do he applic 'on for a Well Construction Permit w � . No.- - - - Dated-- -------------------------------- -- J------------------- Board ealth DATE-- - �- ------------ ------- 1 i f 7 t � N E 1 i r i f f r 1 f r , 1 r ! rCf i e} 1 O f4 N 1 1 i i ♦ Department of Environmental Management/Division of Water Resources WELL COMPLETION REPORT ,µ WELL LOCATION / GEOGRAPHIC DESCRIPTION Address— �p c'V < V I5 a'r /1 c� (leer! N S !E W of. <ds lCity I/Tow An f Well owner Ml' HC4 1^`' /9t",(J i ,S s 1 (road! Address<)SC 7�/� �<,� r2� N S E W of `-.01 �� 6plo .� 0 17 a (mi.in tenths) (drde) Board of Health permit obtained: .yes �� no ❑, in(ersect. w/ (roadl WELL USE WELL DATA Domestic ❑ Public❑ Industrial ❑ Total well depth )3 ft. Moinitori ng❑ ',Other 4Ie;/�4 ho:,. Depth to bedrock ft. Water-bearing rock/unconsolidated material: Method drilled G°T Date drilled Description CASING Water-bearing zones: Type C( yc J C 1) From To 2) From To Length—ft. Dia(.I.D.) .- in. 3)'From To Length into bedrock—ft. Gravel pack well:. dia. Protective well seal: Screen: ilia. fr Grout-0 Other $lot.w length 3 from�toJ.� . STATIC WATER LEVEL(all wells) Static.water level below land surface ft. Date WELL TEST(production wells) .r, Draw clown ft. aftor pumping d fir.' min.at �`� gpin How measured Recovery ft. a(ter_hr. min. 0 I LOG of FORMATIONS COMMENTS 2 Materials From To Driller Firm QA J C a w.< c,:t /1 /�/� A, Gba t ..e . Address . .C. City/Town/+M_z" /�ee �.� ��D G V 9 Supervising Driller.Reg* r,f A 1 Signature o/supervising,re lstemd welhdrlger Plaso Print firmly \\t BQA,Rq OF HEALTH COPY Lem F-1 TEST AND OBSERVATION ITS LOCATION �F �jQi (� L► rz. - `SL��V� C �tLS �[rA4 O✓ � VILLAGE �- 7,2y i L DATE APPLICANT M �ES�F� qo St 0 �.a� FE���'a6 ADDRESS A„1 ljT- ' TELEPHONE NO. (Non-reftlndab. ENGINEER_ TEL E N0. DATE SCHEDULED_ f�45; - /�Ejvr(Applicant's signature ASSESSOFt'S�biAP6MOTN0: � 3�OJ " • • • • • • ' • • • • • • • • • • • • • ' �• . . . . . . • • • ' •: • • • • : • • • J J9 SOIL LOG SUB-DIVISION NAME_ DATE N� �� ��� \�� TIME \ 5 " EXPANSION AREA: YES )(No �� `� ENGINEER:•?�• TOWN WATER PRIVATE WELL 1�N,� �S C-p P, ►Y�� BOARD OF HEA) YU'A n EXCAVATOR SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity to test holes) �g NOTES: LA PERCOLATION RATE C. L MIsj TEST HOLE N0: ELEVATION: TEST HOLE NO: 2O ELEVATION: 1 1 3 (4'' -'►:►'' E HoP•�LoN 3 ` 4 4 i�- as ,-►tea, 5 6 3 ,�„ c urn-�c�-, 6 7 7 . .. 8 8 ��►A R. e. "l�'iz'' 90 9 10 G'' '1' ��� 10 11 - 11 Ci-P�n•►'2ot� cog►ST°5 12 G++a(�,2oN = "S-o yr. 12 - . 13 . 13 14 14 15 15 16V 16 _ SUITABLE FOR SUB-SURFACE SEWAGE: . LEACHING FIELD LEANG PITS LEACHING TRENCHES UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS:_ Isr6 NOTE: ENGINEERING PLANS MUST SHOW NUMBER- ASSIGNED .ON PERC TEST APPLICATION • ORIGINAL: COMPLETED IN ENTIRETY BY P . E. AND RETURNED TO BOARD OF HEALTH • COPY: RETAINED BY APPLICANT �� ���� � � � -�z;� __ _�f 4.__. - -. __ - _.__-. 46oV -- &zouA.',h'rh k '1 OWN OF BARNSTABLE - UNUE_RGHUUND FUEL AND LHEM! t'01_ S I OFZAGE RE=G 1 S"1"Rr-4 1 ION MAP NO. ©9 3 PARCEL. NO. CG __ 'I'AG NO ADDRESS OF 'TANK: L ' u S VILLAGE : 4 v;it f.umb�r tr��t MAILING ADDRESS ( IF DIFFERENT FROM ABOVE) OWNER NAME: c�LO .L. Nl��)P 1� 2 5 j AR��K �'( �K� �� PHONE:: $'- 7 , 9 tkpoigeL. g-ol`1�j !� aoig INSTALLATION DATE: BY: • " '1 INSTALLER ADDRESS: LLlC'� iC -' I -�- mor0;t CERT .IVO. i *TANK LOCATION: BOVE BELOW ��//� < �GY)OF4I tiC, TANIf LOCATION W Z TH RQOPQCT TO mlJ Z l_D 2 NO) CAPACITY 37 YPE OF TANK G'���,�k� AG YRS. F EL/CHEMICAL Y� TESTING CERTIFICATION C ] PASS [ ] FAIL DATE � /;'D— ' �� � D��vrf 'n►nF �bs�a LEAK DETECTION [ ] CHECK IF N/A TYPE/BRAND z ZONE OF CONTRIBUTION [ ] YES [�] NO DATE TO BE REMOVED Comfq Fine M iul�W Crvsssm g.V S O$-- 196-a375 X�/ FIRE DEPT. PERMIT ISSUED [ ] YES [ ] NO DATE i CONSERVATION [ ] CHECK IF N/A DATE . BOARD OF HEALTH TAG NO. [ ] DATE * PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE BACK OF THIS CARD I OWN OF BARNSTABL.E - UNDERGHUUND FUEL AND t.l It- : �_n1.. S I URAUE RFi 1 S rR<.a r I ON Aft0^ MAP NO. ^A O PARCEL. NO. TAG NO. / ADDRESS OF �'f ANK: � � t "�'._. �5. VILLAGE: o ' _ f.um bar Ytr��t .. _4 aW -41 .MAILING ADDRESS ( IF DIFFERENT FROM ABOVE ) . OWNER NAME a #-Iou�A r2lf� .( M{ �2.re-sS . 'PHONE: .a�`b, - "1 {l'7 ". 60 ! INSTALLATION DATE: By: ik!3 s . INSTALLER ADDRESS: ��� 3(Ze. 1'' r T -�`•�;�.� ,I ytif' _'CERT:1V0:' -`� . *TANK LOCATION: `HOVE BELOW �•..��� ( DGfCPQ Z aC TANK LOCAT Z ON WiZ TI-1 RQ OPQCT TO =u I LD Z NO) CAPACITY 3 �// C> . -rye a YPE OF TANK AG YRS. F�, EL/CHEM I CAL I_/�e--rS- TESTING CERTIFICATION [ . 1 PASS [ ] FAIL DATE--e- lnffgAA[ LEAK DETECTION [ ] CHECK IF N/A TYPE/BRAND, :''� j ZONE OF CONTRIBUTION [ ] YES [ ] NO —DATE TO BE REMOVED .(o1mtq Flke- KCba&4j GR0 5Sm,9V -54-796- 7� E fi FIRE DEPT. PERMIT ISSUED [ ] YES [ ] NO DATE CONSERVATION [ ] CHECK IF N/A DATE BOARD OF HEALTH TAG NO. ,[ ] DATE * PLEASE PROVIDE A SKETCH -SHOWING -THE. TANK .LOCATJ,-ON,- ON ..THF_-..RArk "nr-..TN.T s.rnpn Gi�uutA I OWN OF BARNSTABLE LINDERGHLILIND F LIEL OND t-A S I OIRAGE. RE( (q I W) I I ON 0^ MAP NO. PARCEL. NO. VAG NO ADDRESS-OF;JAw: 'ISO ,`Y-.ts1�Y�)VILLAGE.- v -MAILING ADDRESS ( IF DIFFERENT FROM ABOVE ) ;e,, !�0 Q VJ SA u OWNER NAME: Q, . 4 e— INSTALLATION RATE: BY- e04 OR -N r aj INSTALLER" AfjDF CERT-q. 140 N — -A",,-1 xis *TANK LOCATION: ABOVE) BELOW ovrocom z mm, TANK t-ncm^-r x ONW`�x-r" mmor-ac=-r -ra ou I L-n I NO > -11 CAPACITY AV 0 fiY"-P—E---OF "TANK 6"le*e- AGE YRS. FUEL/CHEMICALFUEL/CHEMICAL -D) seX rk 35 o T*� e 1,+ TESTING CERTIFICATION I PASS C I FAlUl tit ZDA TIE '^�z/AA( LEAK DETECTION I CHECK IF N/A -TYPt/BRAND,T I ZONE OF CONTRI BUT ION YES �%'NO/'-bAr"lFK1TOX9t REMOVED , co m fq (ze h;e� 4) -s(1, FIRE DEPT. PERMIT ISSUED YES ] 'NO DATE '�/l CONSERVATION I CHECK IF N/A DATE BOARD OF HEALTH TAG NO. DATE * .PLEASE ,PROVI.DE . A,...,$KE:r![:H,,,,5HOW,IN.G,.,THE-, TA . K IN - O A,.T,-I,,,ONeON.,i4T-HE-i.E3-, ACK--:4,'��OF.. .�-,TH,.T.c;.-�kf�-. -ALR -�_�--D- � -LC ' ✓I jS 1 � 1 1 �� TOWN OF BARNSTABLE - 1�/� �� io� UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS V/J'I ASSESSORS MAP N0U I PARCEL N0: ADDRESS, VILLAGE L t -� NAME'.._ . . .�. . 2 CONTACT PERSON `` ?HONE 'NUMBER LOCATION OF TA'NKS:. CAPACITY: TYPE :OF FUEL. .. AGE: TYPE: LEAK DETECTION OR CHEMICAL. r K SYSTEM t To w e a h e?uC� _. (s _ �J ,mil�c'a-`te DATE OF PURCHASE OF. EACH: 1. �I �"' �2. 3 . 5 4 . DATE.OF FIRE DEPARTMENT PERMIT: TESTING CERTIFICATION SUBMITTED: PASSED DID NOT PASS PLEASE PROVIDE A SKETCH SHOWING TIIIE LOCATION OF TANKS ON. THE.BACK OF THIS CARD. a s \ � VI) J r vY w MAY 30 '91 15:25 CENT.05T.FIPE DEPT. P.2-'2 FORM F P. 292 = (rev- 9190) (911p (1011towltmI114 jot M80511f rtto Department of Public Safety Division of Fire Prevention and Regulation ApFuCATM FqR PERMIT, AND PERMIT, FOR REMOVAL AND TRANSPORTATION TO APPROVED TANK YAW FOIU# 01920 Permit # [date May 30._ 1991 Barnstable City,Town ar DisErlet S . C 0 Q4 . S , L . DIG SAFE NUMBER Fee paid; _ 10^00 T 91190705 start date 5/7/91 In accordance with the previsions of Chapter 148,' Soo. 38A, M.G. L. , 527 CAR 9. 00 application is hereby made by: Shoreline Tank Service Street Address & city or Town: 87 Pond St. , Qsterville, MA Signature of applicant Applicants name printedtc.c� For permission to remove and transport one underground storage tank from. Owner: Mrs. D. F. Will Street Address: 52 South Bay Road, dsterville, MA Firm transporting waste: 91-teheeek Waste--Oil —State Lic. # Hazardous waste manifeart __.., Approved tank yards Mid-City Scrap # 12889 Wank yard Addresal . . Westport Type of inert gas:_ UL tank Tank capacity: n, 00_ga - Substance last stored: ,'? filer -------- _ Date of issuer, May 30L9 91 Date of expirati n:,. June 13, 19 91 Signature/Title of Officer granting AJ permit r f KEEP ORIGINAL AS APPLICATION AND ISSUE DUPLICATE AS PERMIT I t1 �. • 1 - J i�11gbP & I �i EC-EXISTING CONDITIONS-FLOOR PLANS&ELEVATIONS ----------- m4alr2A MAIN HOUSE - EXISTIW2 KITCHEN PLAN ® r -_ I ��1 '�' I��f��. "I �a N��rz��� � r? � .at; [ .1.. '�, .a�4r_ s�•„�1 h I t a vi �.� 'c+�=,•.e _`a 1 4 ��. � � �Y. i ..�t�I ar,. sy,.. ��bx^�� k�r �s?i�+�4^��•= — y�1'C .� X; 4..st�M�r .. �z+f � `� .s�,� � „d.�•n`.t# .,r.z �'- fit'-;�.'s" II _ � �Ys`r���� ' '�i �.. .. '�� ?�iT'�"i,a3 ya i i � � ��� �'4•k-., � s® �nw., _ ',s+ �. a i �,.._�,<�� ���.� S.C�� `�Z, we �� x �•rr.���.,sj:e �e: �_. rT - r� W,�Y1 C E F�}� v ..:I _ �e +'N\"� i.4::Y'• 't`{"- `.�I r f W � U o � � 6 r W L l- `-" u u o r � U — _� BROOM CLOSET 0 OFFICE 9-0 AFF EXTERIOR TERRACE LAUNDRY _ V-0" AFF FAMILY ROOM 0 V-0" AFF w�D Q CLOSET IL Ld OJT LU Q. KITCHEN 9_0 AFF / \ CD BREAKFAST ROOM DBL HEIGHT �\ G\sT E REp q9 0 Il w Mq"OA, � �.N O c �Op fa ti°'`MAssP� W Z iz tiE Lu U- O A U 41 /1 MAIN HOUSE - FIRST FLOOR PLAN- —4 d I'-0" HALF: q" = I'-0" z JLU-IlR A fl h r W�A U E a v ° r.� a 4-1 C u O � c cdL L a E' U �DU a ¢ t �2 0 GARAGE LLI � o F- OILAW TAW, STE,9e �ONI o f co z OIL OIL @ Osl ) TAW, TAW z 8 r y F Q 7 7 O,U wa LLI O LL FMASSAGl xZD QX c� MAIN HOUSE - GARAGE FLOOR PLAN IN J��J, °z FULL: i" , P-m" HALF: 14" j REPAIR EXISTING SMALL PATCHES OF W U E EXISTING FLOOR AS REQUIRED .a U ►-, a u o REMOVE BUILT IN.PATCH a STAIN U'rn �4 FLOOR BELOW TO MATCH EXISTING U 1 Q a W � UPHOLSTERED WALL PANELS (� Q,0 C c " ADJUSTABLE SHELVES ABOVE. U c `o MOPS,BROOMS,ETC.BELOW 0 a y DESK TOP HEIGHT AND MATERIAL / U TO MATCH KITCHEN.TRASH PULLOUT 4 PRINTER PULLOUT REQUIRED TRASH 4 LAUNDRY / PULLOUTS \\\ DESK I I`11AINTENANCE \\ a\ 24" CLOSET ] EXPLORE PLUMBING WALL \' � y. AND REDUCE IF FEASIBLE \\ �. M101 u OFFICE / AFF \ /y ^✓// PPS lil d / /II FAMILY ROOM CIA POTENTIAL TV ON - //// I 9'-0" AFF BRACKET LOCATION v NEW WALL REUSE EXISTING DOOR 24" D`L !!! SEE PAGE A501 FOR ELEVATIONS (VIDEO AVAILABLE) / / UP LIU 31 Y1"COUNTERTOP.TYPICAL THROUGHOUT KITCHENFRZ y' / — TRASH !! DRA E� O i QC KITCHEN �- 1 V-0"AFF ! I � /BASE TRASH\ - -6" i CABT LLL-OIIT\ _ BASE /' F//' BREAKFAST ROOM 4 / DBL HEIGHT I I 1 �G�gTEREp�R \A\KA 2 CSi � w IZ CL N \ ° ohs „� I \ .. -.� z � z � e WITH FRZ I I ,'� o ON eOST - Q EXISTING DOOR �� MA ` A Q N (2)30" .�° \� yOFMASSPC� ID-' OIJi _ STACKED FREEZER \ 4:;. W z Q�j v Lu FLUSH PANEL TO CONCEAL BREAKER R PANEL WALL OVENS \\ � p � 't\ v'zi��uu Q ai O N MAIN HOUSE - FIRST FLOOR PLAN d FULL: HALF: tea" I'-(D" GENERAL NOTES: z PROPOSED PARTITIONS W . 8440 N A9 e.:,.::: T• i � a a u �D U s L Eo rD < d U L ILI GARAGE _a p Uj PATCH GYP.BD. CEILING WHERE Q DAMAGED - Q .Q WINDOW IN DOOR FOR VIEWING co / RIEDELL TO DETERMINE HEAT/AC SUPPLY EXISTING POST RIEDELL TO CONFIRM OIL Q TANK FOOTPRINTS d SUGGEST BOLLARD SIZE e LOCATIONS \ M102 ��1�\��\\\\`\\\\\\\ SINK DRAIN TO RUN BEHIND OIL TANKS I NEW OIL TANK NEW OIL TANK ABOVE LEDGE DUJT 150EL(400 GAL) DWT Is (4 GAL)64" 2m ,�'�•� ba"x s°" b< "�" � G f LAUNDRY" \\\\\\ �`�NI " 9�cy o ROOM o w N h'_2 A R I I ©O C i _ ° STACKED R.OATIK^a CCtNTER QJ BRACKETS_ __ __ /'1 y w J Q ij r9b �Q Q ¢ a w MAIN HOUSE - GARAGE FLOOR PLAN I z FULL. z" 1'-0" HALF- ia" I' 0" � GENERAL NOTES: PROPOSED PARTITIONS W �, SHOLLN ASr N SHEET 2 OF 4 ZONES - DESIGN DATA SOIL NAME CdA CARVER COURSE SAND 0-3% SLOPE SINGLE FAMILY- 5 BEDROOMS WITH GARBAGE GRINDER AQUIFER PROTECTION OVERLAY DISTRICT DAILY FLOW = 110 X 5 X 150% = 825 G.P.D. A.P. FLOW WITH GRINDER = 550 X 200 % =1100 G.P.D. FLOOD INSURANCE RATE MAP USE 2000 GAL.2 COMPARTMENT SEPTIC TANK COMMUNITY PANEL 2500010018D MAP REVISED: JULY 2,1992 LEACHING FIELD DESIGN ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED WITH CAPPED ENDS USE 4 - 4" DISTRIBUTION LINES IN 2 12' X 48' X 1' DOUBLE WASHED STONE FIELDS AS SHOWN TITLE 5 REQUIRES GROSS BOTTOM ARE ONLY 2(12 X 48) = 1152 S.F. BOTTOM AREA 1,152 S.F. TOTAL PROVIDED AA = 825 G.P.D./O.74 = 1115 S.F. REQUIRED BREAK OUT CALCULATIONS I BREAKOUT NOT A CONCERN UNDER REVISED TITLE 5 12'x 2' LEACHING TRENCHES 4" DIAMETER DISTRIBUTION LINES REMOVE UNSUITABLE MATERIAL FROM BENEATH SYSTEM IF ENCOUNTERED OVERDIG 1' INTO MEDIUM SAND LAYER BACKFILL WITH CLEAN FILL ( TITLE Y, 310 CMR, 15.002 ) 42: 1/8"- 1/2" PEASTONE 7vvv7 7'v v vvv /7vv vv -v vvv 7v vv7 7av vv �7vv vvvI77avv LOCATE WITHIN "C LAYER" 7°v°v°v v v°vi v V vVVVr 7 o o Vo 0 o Vo °Vv°Vv v°v v viv v v o v v°viv o°vvv°v°v FIELD/MAX. DEPTH IS 12" 10, 4L-.- -4' /14-i- 4-. -4'--.- _ 3/4" TO 1 1/2" , 12 DOUBLE 12 WASHED STONE WITH 4" PERFORATED PIPES e TYPICAL END SECTION k SCALE: 1" = 5' 1 DETAIL_ LEACH TRENCH DISTRIBUTION BOX 4" SOLID PIPES vvvv V vvv vvv vvvv vvv vvv vry vCp vvv vCv vry vav .. ' vvvv vvv vav vvvv avv avv vcv vcv vcv vcv vcv VrVlq vvvp VVVv VVVV vvpv vvv vvv vrvl arp vCv vry I vry VvVlq v v v p v p v v 7VVV v v p v VVVv v v v VrVN VrVl VrVq lvrvlvCp v C v ' vpav vvpv vvv vvvv vvv vvv . vCv vCv VrVN Vrvl vry vCv vvaVvv°v ppv pvQq vvv ppv pC vC vc•R7 vC aCw vrR7 vv•Q p.a v, 7 vv•Q• p'Q- p• 7 ' vC(L vC0 vrm aCcL yr vCR7 vv• vv• v• 7 vv 1 VVln a' 7 . .Vra vC vrmq vrol vC vCR7 vv Ly1V p• 7 v• a vv*w a• p• v pr v rw vro" OC vC� vCR7 < v v < v•< v' R 3/4" TO 1 1/2" v v o < p R w v C c p C v CR7 y r p C v CR7 p'O v' R DOUBLE vp o V.p v' R < < vC4' vcw vCR7 vC� VrLy vCR7 w vv• v•w v• 7 WASHED STONE vv•w v•� p• R Z vrw vcw arm accL vcw pra7 O < vv.d v•� v' R av• vv'� p' R vC: pC vrR7 vC¢ aC vr#7 Z vv d . v v' R vv•�t v ° v R < y r VT V V07 a r vrn a V47 to vv•0 vv• v• 9 vv•0 v Q v• R X I < vvr4 °v w v a ov Vv w v a ld - � vrn vCQL aC77 vrQ• vC� vrn X vp•< pp• v vv•< v•< v' $ w vro Vv yr vrU vCU 7r vvvv vvv pv�( vvvv vvvv vvY 00 v r v v r v v C" v C v vry v C V' vvvp vpv vv vvvv vvv vv vcv vcv acv� vcv vcv vc fv p v v v pvvv 7 v v v v p v v v v v v p v . . vCv vCv Orw vCp vCv vC pvvv vvv vvv vvvv vvv vvv vCv vry vry vcv vry vry vvvv vvvv vvv vvvv vvv vvv vry vcv vry vry vry vCv vvvv vvvv vvv vvvv pvvv vvv 8F8 8F8 SS8 8F8 8F8 8S8 vV.vv v St vv 7 $&v oSlvc vv°v vc vv 8v3Vv v ry p , v °vv vVvv vav v 3 vvv v° vv vVSvcv vvv 8g ovvv v a v acvFC9v 4 v V vpv $P$ d vvv �,_ 12' i 12 10' i 12' i 12' i PLAN MEIN SCALE: 1" = 10' ALL COMPONENTS LOCATED IN POTENTIAL VEHICLE TRAFFIC AREAS OR BURIED 4 FEET TEST HOLE OR GREATER SHALL BE H-20 LOAD CAPACITY. MAY 16,1995 J. ELLIS : BAXTER & NYE INC. , P-8504 PERK TEST PIT F.F. ELEV. = 15.0 COVERS LOCATED TO WITHIN ACME PRECAST H-20 ELEV. = 10.3' PIT #1 ELEV. = 10.3' PIT #2 ELEV. = 8.4 A HORIZON HORIZON 0 HORI 12" OF F.G. DB9 OR EQUAL \ " ELE\V.= 13. F.G.= 13 t 12.5'f -14 EL. 9.1 -2" E _ $.3 { TOP OF � � l F"OUNDATtON F.G.= 11' - 12'f 1 E HORIZON E HORIZON 1 INW = 10.0 4" DIAMETER T -20" EL. 8.6 --1 4" EL. = 7.3 INV.9$ 2000 GAL. DIST. SCHEDULE 40 P.V.C. PIPE TOP ELEV. 8•5 3' MAX B HORIZON B HORIZON INV. = 9.6 INV. =8.4 Box ELEV. = 7.6' -31" EL. 7.7 --33" EL. = 5.7 SEP'i1C TANK INV. _$.2 6" CRUSHED INV. = 8.0 vvvvvvwvvvvvvvvvvv 1-33" PERC TEST 7.7 (EN D) vvvvvv' vvvvvvVvvvv < 2 MIN. / INCH CLAYER 10.00'-I STONE BASE v v v v v v 7 v v v v v v v v v v v MEDIUM MIN. COMPLETELY WATERPROOF 807TOM ELEV. EL 7.1' SAND C LAYER BOTH TANKS MEDIUM -7.6' NO WATER EL. = 2•$ SAND -76.5" WATER EL. = 2.1 ir) SYSTEM #1 PROFILE EL. 2.1 NO SCALE WATEIR OBSERVED -- OBSERVATION WELL LOT 9 BRIDGE STREET - 400' FROM THIS SITE. FEBRUARY TO JUNE 1992 WATER VARIED 1:2' TO 1.9'. USE 2.1' OF MICHELE KESSLER NO ADJUSTMENT. �� tN SCALE: AS NOTED DATE: JULY f1 995 WUNAN e H NO. 29733 REV,, JULY 1.0,1995 'f611 �� BAXTER & NYE INC. w ' -- L AREGISTERED LAND SURVEYORS .�. CIVIL ENGINEERS Now DSTERVILLE, MASS, 9506OA-29 10 IN I _ N ' I ' ` b � �� I • 1 1 I 8 ITV i r G G� ► l H I'!r i f I i Vm i i g Jm I O G �� G✓Pf2✓G E - - _'` �� S v __ �•,� r ' '� 0 V ; 2 H r' (ZEWGP(�h TO UU LA 12 4 24 vM i I a10 vMIJ I X) F' 1�� �l`l Ci � ��. I LOF OP I lap �a► j I _ I i 3 GaIG I ZG Gff 10-HM 5 10 Vm 7. - r I 7s W \� t I Z M , .�j, _ yes + t 14L I cP 1.10 lv A b ° S \ as SRS� Am ° IG(t I14 CfL owl lhs ►"l5, I IzNG \� szi,srL O Pe soft 100 V's !� II5G ft N !1 , Wit " Y M -IS I I 7 I G I` I IGi' 1 r o r-�- 1 ZG (v CIA k ` 12 E 2 1 r S a r7 1 Z EP i W N - lv M Iz 1 b err*j&Z Loci • � 1 llvlzM ' son � • - , ^ .. ,- , AA CA i PT � ,,� � � , 2 IV NM EGG v° lIA 14 HP V4 J V • I pT -�.% _� �_ ,: / g v r� \�. �JO cry - so �vv I -_". -- _a 77 Mib rq 15 l�L i�71N� 7��� I I. I Ice;` GIB r a lam _ I �i M V '- , A Iry I 125 Avv I' L r w i 20 16 fz,� I I cp D VP 4 -jr- � \ 6,Avg + 3 vo ►S Gn - 1 I° ►D Iws G I v Iwo �V \ H o u 47 E ' OIL)• ---_--._-_-.. .----'----_-__.__—_.—._._.._- ------`— - — --- ' l �\ I H•Ph Vs I z.o AG ' Lop• Apr � �- -- 2Mv Lni 7 fir' 1 F -- - --- \ 5 Lh r IOC tr No I -- 8L_r -7 Lf \ I InVI- M4 izs \ ' � �a - �(,PAN IN 7H Arvi 7J �A _ oUNTAr►`1 (.0 �ia �---� k I h/� 4 I—� --- JIL , M F S CIA k � `f G o G� I2v h `I .1 N� 7 Am L t �Nt7 P� w - _ I I Rwe w�a' I&G 1 I ►�M ell( l I -w1 o 10 �r I ► �I �—�" S �� � � N7 UTV H\L N ;-� E 5 L E R R 1& S R D N C 0 2T ER I L L19 1LAAoS 5A�3H lJ SST T S rt / TP 11 i N V / DEED REFERENCE: DUNCAN FORBES WILL TR. CTF 1132C;0 LOT A L.C.C. 8730B & CTF. 106904 LOT 1 L.C.C. 9556C & LOF 3 L.C.C. 9592E SEE ALSO BOOK 8408 PAGE 285. SHEET 1 OF 4 NORTH BAY AY ST. 3 \, FRIDA LAU^/ GRAPHIC SCALE C O T7198 �R 0 10 20 40 / water level = 1.7' L C 76 C / \ 9556\.y ZONES s / � 7 / S 73, RESIDENCE F-1 LOW / l —_ 53 440, AREA MINIMUMS 560 S.F. / t ��.•0.9 FRONTAGE = 20' WEST BAY / ` < \_ WIDTH = 125' T 3 c FRONT SETBACK = 30 /\ 4•C, 9SS SIDE SETBACKS = 15' / C! 6C, \ / REAR SETBACK = 15' LOCUS MAP / .�" `g`S92 BUILDING HEIGHT = 30' (OR 2.5 STORIES IF LESS) SCALE 1 1 25,000 ASSESSORS / o � �� � � � � ! RESIDENCE MINIMUMSC MAP 93 PARCEIL 39 & 62 Cv / AREA = 43,560 S.F. FRONTAGE = 20' / , \ 3 WIDTH 100' I CD a FRONT SETBACK = 20' Ito .`IV cn SIDE SETBACKS = 10' 0 I REAR SETBACK = 10' BUILDING HEIGHT = 30' � 3 (OR 2.5 STORIES IF LESS) 3 ON #2 f o P 80 ;9S- o AT/p r� � I TP 3C Q A S 72 l ti 1 I / ,� cocou / E 1451 '0 ` '� � E�ARAGE EL - 10.2 '� ; `\ t o �- 1 ;V / 1 Lpr 87,308till OPOSfEO \ VE- i 1 4WA �� I 04 co F :. .• . O 1451 5 ti•: -:�=::• •.,,...• \ D!Si. BOX rr C, r 1 :. i... ._..•.. op 5*1 .... .. ...... . .. ... ...: R .. : .::.:::. . .....�: .. .... . o 1n i 9T.. . .... ... Lu .. . . `O "/ 1n -_ 28 / • :? 1!:. ::. ..... . :::::.. ... . ... i o i — : 2 :....... 146' — — o -. ... . SPA ....�.�.-..... � .:....�. R STf _ .. AREA ONE A13 - •: ••.••-•••• .•.. \� �� � � ! ,\ Z FLOOD PLAIN Ems/, 11 \ \ � l •.�:. :�': '_ \ j \ I .` \\ � � \ y/ � .:•. /tir/ i ZONE All E� 12 GARDEN \ / 7 m \ ----- PR SED , / i LAWN o� POOL IS N \ \ -- EL 12 Fq s jp o �� R R BENCHM�RK = ,'5.97' � R e ✓� R C. FND. CX SULLIVAN No. 29733 kL _ - D? aI I I O*AL E iI , o � (�j '1 .11�, � �— sl 01 Di \ I�i: 1 Or ,I�: .lei. SITE PLAN OF LAND IN (OSTERVILLE) M.Nzo, F I = BARNSTABLE, MASS . FOR _ _ I P. MICHELE KESSLER x • \ �_ °' SCALE: 1" = 20' DATE: JULY 6 ,1995 LO ali.i. ` REV.: JULY 10,1995 O BAXTER & NYE INC. oc 9� REGISTERED LAND SURVEYORS CIVIL ENGINEERS • w W ,,`' ❑STERVILLE, MASS, O I TS Tf MARSH 95060-31